Application of geosynthetics-reinforced sand blanket to settlement reduction of soft ground

LUO Qiang; LIU Junyan; ZHANG Liang

PDF
Cite
Share

facebook

twitter

google

linkedin

Volume 25 Issue 6

Turn off MathJax

Article Contents

Abstract

References

Chinese Journal of Geotechnical Engineering > 2003 > 25(6): 710-714.

LUO Qiang, LIU Junyan, ZHANG Liang. Application of geosynthetics-reinforced sand blanket to settlement reduction of soft ground[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(6): 710-714.

Citation:

PDF (1582 KB)

Application of geosynthetics-reinforced sand blanket to settlement reduction of soft ground

School of Civil Engineering Southwest Jiaotong University Chengdu 610031 China

More Information

Published Date: November 20, 2003

Graphical Abstract

Abstract

Abstract

Four types of reinforced sand blanket were designed within the test embankment of 324 m in length based on the construction practice of the tirst express passenger line with Vmax≥200　km/h in china. Ground settlement, vertical compressive stress at the bottom of embankment, and tension stress in geosynthetics reinforcement were recorded after original soft ground were treated with geosynthetics-reinforced sand blanket.
- geosynthetics,
- reinforcement sand blanket,
- soft ground,
- settlement characteristic,
- field experiment